ENGINEERING SPECIFICATION

PULTRUDED DYNARAIL® FIBERGLASS HANDRAIL

SECTION 06610

FIBERGLASS REINFORCED PLASTICS (FRP) FABRICATIONS

PULTRUDED SQUARE TUBE HANDRAIL

PART 1 GENERAL

1.1SCOPE OF WORK

  1. This specification is for a pultruded fiberglass handrail system in compliance with IBC2003 and OSHA 1910-23 for industrial occupancies only.

1.2REFERENCES:

  1. The publications listed below (latest revision applicable) form a part of this specification to the extent referenced herein. The publications are referred to within the text by the designation only.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) Test

Methods:

ASTM D-638-Tensile Properties of Plastics

ASTM D-790-Flexural Properties of Unreinforced and Reinforced Plastics

ASTM D-2344-Apparent Interlaminar Shear Strength of Parallel Fiber Composites by

Short Beam Method

ASTM D-495-High Voltage, Low-Current, Dry Arc Resistance of Solid Electrical Insulation

ASTM D-696-Coefficient of Linear Thermal Expansion for Plastics

ASTM E-84-Surface Burning Characteristics of Building Materials

INTERNATIONAL CODE COUNCIL, INC.

The International Building Code, 2003

THE OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION

Federal Register, Volume 39, No. 125, Section 1910.23

1.3 CONTRACTOR SUBMITTALS

  1. The CONTRACTOR shall furnish shop drawings of all fabricated handrails and accessories in accordance with the provisions of this Section.
  1. The CONTRACTOR shall furnish manufacturer's shop drawings clearly showing material sizes, types, styles, part or catalog numbers, complete details for the fabrication of and erection of components including, but not limited to, location, lengths, type and sizes of fasteners, clip angles, member sizes, and connection details.
  1. The CONTRACTOR shall submit the manufacturer’s published literature including structural design data, structural properties data, corrosion resistance tables, certificates of compliance, test reports as applicable, and design calculations for systems not sized or designed in the contract documents, sealed by a Professional Engineer.
  1. The CONTRACTOR may be requested to submit sample pieces of each item specified herein for acceptance by the ENGINEER as to quality and color. Sample pieces shall be manufactured by the method to be used in the WORK.

1.4 QUALITY ASSURANCE

  1. All items to be provided under this Section shall be furnished only by manufacturers having a minimum of ten (10) yearsexperience in the design and manufacture of similar products and systems. Additionally, if requested, a record of at least five (5) previous, separate, similar successful installations in the last five (5) years shall be provided.
  1. Manufacturer shall offer a 3 year limited warranty on all FRP products against defects in materials and workmanship.
  1. Manufacturer shall be certified to the ISO 9001-2000 standard.
  1. Manufacturer shall provide proof of certification from at least two other quality assurance programs for its facilities or products (UL, DNV, ABS, USCG, AARR).

1.5 PRODUCT DELIVERY AND STORAGE

  1. Delivery of Materials: Manufactured materials shall be delivered in original, unbroken pallets, packages, containers, or bundles bearing the label of the manufacturer. Adhesives, resins and their catalysts and hardeners shall be crated or boxed separately and noted as such to facilitate their movement to a dry indoor storage facility.
  1. Storage of Products: All materials shall be carefully handled to prevent them from abrasion, cracking, chipping, twisting, other deformations, and other types of damage. Adhesives, resins and their catalysts are to be stored in dry indoor storage facilities between 70 and 85 degrees Fahrenheit (21 to 29 degrees Celsius) until they are required.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Handrail system to be Dynarail® as manufactured by

Fibergrate Composite Structures Inc.

5151 Belt Line Road, Suite 700

Dallas, Texas 75254-7028 USA

(800) 5274043 (972) 2501530 Fax

2.2 GENERAL

  1. All posts and rails are to be DYNAFORM® FRP structural shapes manufactured by the pultrusion process. The structural shapes shall be composed of fiberglass reinforcement and resin in qualities, quantities, properties, arrangements and dimensions as necessary to meet the design requirements and dimensions specified in the Contract Documents.
  1. Fiberglass reinforcement shall be a combination of continuous roving, continuous strand mat, and surfacing veil in sufficient quantities as needed by the application and/or physical properties required.
  1. Resins shall be DYNAFORM®ISO-FR, an isophthalic polyester with chemical formulation necessary to provide the corrosion resistance, strength and other physical properties as required.
  1. All finished surfaces of FRP items and fabrications shall be smooth, resinrich, free of voids and without dry spots, cracks, crazes or unreinforced areas. All glass fibers shall be well covered with resin to protect against their exposure due to wear or weathering.
  1. All pultruded structural shapes shall be further protected from ultraviolet (UV) attack with 1) integral UV inhibitors in the resin, 2) a synthetic surfacing veil to help produce a resin rich surface, and 3) an appropriate UV resistant coating for outdoor exposures.
  1. All FRP products shall have a tested flame spread rating of 25 or less per ASTM E84 Tunnel Test.
  1. Top and bottom rails are to be 1.75" x 0.125" (44.4 mm x 3.2 mm) wall square tube, the posts are to be 2.125" x 0.1875" (53.9 mm x 4.8 mm) wall square tube and kickplate is to be ½" deep x 4" wide with two reinforcing ribs.
  1. The completed handrail installation shall meet the following load requirements with a minimum factor of safety of 2.0:

Concentrated Load: 200 lb (891 N) applied in any direction at the top rail.

Uniform Load: 50 lb/lf (730.5 N/m) of the top rail in any direction.

Loads are assumed not to act concurrently.

  1. All rails, posts, and kick plates are to be integrally pigmented yellow.
  1. Pultruded structural shapes used in the handrail are to have the minimum longitudinal mechanical properties listed below:

Property / ASTM Method / Value / Units
Tensile Strength / D-638 / 30,000 (206) / psi (MPa)
Tensile Modulus / D-638 / 2.5 x 106 (17.2) / psi (GPa)
Flexural Strength / D-790 / 30,000 (206) / psi (MPa)
Flexural Modulus / D-790 / 1.8 x 106 (12.4) / psi (GPa)
Flexural Modulus (Full Section) / N/A / 2.8 x 106 (19.3) / psi (GPa)
Short Beam Shear (Transverse) / D-2344 / 4,500 (31) / psi (MPa)
Shear Modulus (Transverse) / N/A / 4.5 x 105 (3.1) / psi (GPa)
Coefficient of Thermal Expansion / D-696 / 8.0 x 10-6
(1.4 x 10 -6) / in/in/°F
(cm/cm/°C)
Flame Spread / E-84 / 25 or less / N/A
  1. All fasteners used in the railing system are to be 316 SS. Rivets to be 18-8 SS.

PART 3 EXECUTION

3.0 FABRICATION

  1. The handrail post/rail connection is to be fabricated such that the rails are unbroken and continuous through the post without the use of packs or splices. The bottom rail is to be installed through the post at a prepared hole made to fit the outside dimensions of the rail. The top rail is to fit into a machined, u-shaped pocket formed into top of the post such that the rail is located at the center of the post. All exposed post corners are to be radiused to eliminate sharp edges. The rails are to be joined to the post through a combination of bonding and riveting. No sharp, protruding edges are to remain after assembly of the handrail. Spacing of the posts shall not exceed 6'-0" (1.83 m).
  1. The bases of the posts are to be attached according to the contract drawings. The bases of the posts are to be reinforced to a height of 8.5" (254 mm).
  1. When required, rails are to be spliced using a 10" (152.4 mm) length of 1.5" x 1/8" (38.1 mm x 3.2 mm) FRP square tube bonded and riveted into place using epoxy adhesive and 18-8 stainless steel rivets.
  1. To avoid embrittlement at cold temperatures and loss of strength at high temperatures, no PVC or CPVC connectors should not be used as a load carrying component of the handrail system.
  1. All shop fabricated cuts are to be coated with a vinyl ester resin to provide maximum corrosion resistance. Field cuts are to be similarly coated by the contractor in accordance with the manufacturer’s instructions.

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September 21, 2004Revision 1